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WS-14-2204Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221186 Permit Number: WS -10-14-2204 Scheduled Inspection Date: November 14, 2014 Inspector: Rodriguez, Jorge Owner: SITES, JACK Job Address: 10401 NE 4 Avenue Miami Shores, FL Project: <NONE> Contractor: ALL ABOUT DOORS INC Building Department Comments REPLACE ENTRY DOORS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1122310150100 Infractio Passed Comments INSPECTOR COMMENTS False November 13, 2014 For Inspections please call: (305)762-4949 Page 7 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 13, 2014 For Inspections please call: (305)762-4949 Page 7 of 28 Miami Shores Village RECEIVED N I Building P De artment OCT flit ?niA 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972: - INSPECTION'S PHONE NUMBER: (305) 762.4949 _ — FBC 20 d� BUILDING Permit No. Q D-1 _-"- `1 FERAUT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: City: Miami, Shores County: Miami Dade Zip: Folio/Parcel#: Is the Budding Historically Designated: Yes NO Zone: 3o s --Xi- 89ob 0"0 - OWNER: Name (Fee Simple Titleholder): 5 &!S Phone#: 3w' 978 —/8 7 Ctt Address:1Q41 tS t !� 0,VS City: lAkLMd i ?AkQ1)fA State `EL, Zig: la% Tenantl -essee Name: Email: CONTRACTOR: Company Name: lat I , k Phone# 1 2�e =fit Address: otx,> city:w�- -- State: fi!. Zip: tZ� Qualifier Name: �bP� II Phone#: (50s; State Certification or Registration #: Certificate of Competency #. &Z53 Contact Phone#: 30-5- Q_aS__= % 1) Email Address: CLI I e 00r 5,17 0 t 4 Ful DESIGNER: Architect/Engineer. Value of Work for this Permit: $ l cs®CD Smear Type of Work: DAddition OAlterationr' f ' ONew Description of Work: _ Footage of Work: --' L` 4airMeplace• ODemolition Color thru tile: Submittal Fee $ � d Permit Fee $ � ' \)v QZ CCF $� � CO/CC $ Scanning Fee $ Radon Fee $ �/� ` DBPR $ -2,0—Bond $ Notary $ Training/Education Fee $ Technology Fee $ V Double Fee $ Structural Review S _ TOTAL FEE NOW DUE $ �_ .► Bonding Company's Name (if applicable) bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Tip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi h occurs seven (7) days after the building permit is issued In enc such posted notice, the inspection will not be apped and a reinspection fee will be charged UOwner or Agent The foreoing instrument was acknowledged before me day of , 20 �, by �G"c r! IC (.� . �• CN��, , identification and who did take an oath. a� �lflh�lU� APPROVED BY " I Dktary Nft sto of f Wa 6, 201 FF 81175 The foregoing instrument was acknowledged before me this day of 20 by , who ' perso y know me or who has produced Plans Examiner as NOTARY Sign: Print: My Commission ,G tw and W `?4?4t EZ Not ry Publir tate of Florida dee ommissl. S=EE 166209 My Commission Expiros Feb►wiy 2, 2016 Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/0r)(Revised 06/10/2009XRevised 3/15/09) 60003 IiwovmaJnoB apeppueua mpx� 'Waiatl s148 .(Yedc,+d le�s+ul_�iPAWS a n W eAnw=s 7� 3'd Sqes'H �Pr JNIZV710 I? SSV90 £Z00 A81N3dHV3 HSINId £900 1S13a"i ONIASI-1vi'10 b QBw ■ Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCI 06BS00653 ,. ALL ABOUT DOORS 8 FLOORS INC (�3 D.B.A.: , SArNCH�EZ*BERTO Is certified under the provisions of Chapter 10 of Miami -Dade County VALID ICOR CONTRACTING UNTIL 09/30/20l6 !036 Miami hones Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tall: (305) 795.2204 Falx: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you ma,_y be personally liable for the worker compensation Wuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name: JACe 5 rm5 Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this 114r' day ofL SCC, � , 2014 (SEAL) �,o ►ar a •,g,�y MARILYN WELLMAN SM of I Type of Identificatio Woft re CwmkWW / EE 173487 Contractor Print Name: �> Signature: State of Florida ) County of Miami -Dade) Sworn to and subscribed before me this day of EL SANCHEZ By Notary Public - State of Florida • - ommiss!on #EE 168209 MYCommiseionExpires (SEAL) Tvoe of Identifieredeez� '�— NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO! 1 P22: STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. OR Bk 29307 Ps 17126 Qps) RECORDED 09/12/2014 14g13e2i_f HARVEY RUVINP CLERK OF COURT MIAMI—DADE COUNTYP FLORIDA LAST PAGE A t� Space above reserved for �use �of recording office 1. Legal description of property and street/address: 10401 � � yam �, M %cA -n t E 1Qr� p( 2. Description of improvement:�®�Ac4E 3. Owner(s) name and address: XCAe-- _C)A ®1 10 � e,l5c, JeArn I f �� Interest in property: Name and address of fee simple titleholder. Name, address and phone Amount of bond Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR N CE OF COMMENCEMENT. Signature(s) ofw ®r() or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name ITfS Print Name- T'itle/Office Title/Office STATE OF FLORIDA ,Q COUNTY OF M A* -BABES rOLQCl*� �-, l ' The for 'ng in mentj�as ackno I ed before me this ��+ day of�" ' °' 5�i " 14 By ❑ Individually, or ❑ as for L1 Personally known, or produced the following type of identification: . Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts statqirin it are true, to the best of my knowledge and belief. or Owner(s)'s Authorized By 123.01-52 PAGE By KURI.BiB NMIof "8/1 MY comm, e11;4M Oat a 20' Fldlrlda"8uilding 0$de ®Ijline y � 7/16/14 12:07 PM Subntlt Surcharge Stats & Facts Publi atbns mc: Starr I Bas Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL10537-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rwbidgconsultents.com Technical Representative Address/Phone/Email Referenced Standard and Year (of Standard) Standard Year ASTM D1929 Quality Assurance Representative ASTM D2843 1999 • Address/Phone/Email 2003 ASTM E1300 1998 ASTM E84 • • • • • 4tegory • • Exterior Doors "`•" "• SubcatedbI16 • • Swinging Exterior Door Assemblies •• •••• •••• • 000 • • • • &Cmpliantg•1+: �thod Evaluation Report from a Florida Registered Architect or a Licensed Florida •00:00 • • • Professional Engineer 0:064 • • • • `• 0 • • Evaluation Report - Hardcopy Received 0 • • • • • • •••••• •••••• • • • • • • • • • • • • • fPrlda Envineer or Architect Name who developed the Lyndon F. Schmidt, P.E. • • • • • • Evaluation Repolt • • •,:�lorida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL10537 R3 COI Certificate of Independence.g_df Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 https://floridabuilding.org/pr/pr app dtl.aspx?param—wGEVXQwtDgtfYBJ2%2fA7l6BHP25loKlDMQNQFaxfd¢IbznuksbbGnw%3c[%3d Page 1 of 3 Flo11da duilding dde Online p Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL10537 RI Enuiv of STANDARDS.ndf Method 1 Option D 02/28/2012 02/29/2012 03/07/2012 04/03/2012 7/16/14 12:07 PM 1994 FL # I Model, Number or Name Description 10537.1 a. "FlberClassic", "SmoothStar°, 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or 'ClassicCraft" or "ClassicCraft Rustic" Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes F110537 RI II Inst 10537.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.1 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.1.pdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation instructions. 10537.2 b. °FlberClassic", °SmoothStar°, 6'8 °Impact° Opaque Fiberglass Single Door with Sidelite - (OX *:son! I "ClassicCraft" or "ClassicCraft Rustic' I or XO) Inswing or Outswing Configuration Limits of 114A 0 ApprovAlu fuse In HVHZ: Yes Approvedrf#or use outside HVHZ: Yes impact hUdstant: Yes pwIgnoMPdftVre: N/A Other: 9ee•INST 10537.2 for Design Pressure Ratings by specific kWe6Wd for any other additional use limitations and ifistallatlbp lh%tjuctions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) Installation Instructions FLID537 RI Il Inst 10537.2.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.2.Ddf Created by Independent Third Party: Yes +537.3 • • • « c. "FlberClassic", "SmoothStar°, "ClassicCraft" or "ClassicCraft Rustic" 6'8 °Impact° Opaque Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 R1 II Inst 10537.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.3 for Design Pressure Ratings by FL10537 RI AE EVAL 30537.3.Ddf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation Instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 10537.4 d. "FlberClassic", "SmoothStar", 6'8 °Impact° Opaque Fiberglass Double Door - (XX) Inswing or "ClassicCraft" or 'ClassicCraft Rustic" I Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 RI II Inst 10537.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports Other: See INST 10537.4 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.4.Ddf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr app_Oti.aspx?param=wGEVXQwtDgtfYBJ2%2fM716BHP2SloKIDMQNQFaxfdlZlbznuksbbGnw%3cL%3d Page 2 of 3 THERMAETRU 0 THERMA TRU DOORS 1 16 INDUSTRIAL OR.. EDGERTON, 01-1 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOUBLE DOOR iNSWING / OUTSWING 'IMPAC" GENEtA1.NOM i. This product hM trees evaWated and Ls in compliance wbh the 2010 Fiorlda Building Code (FBC) structural requirements including the °high Velody Hurrlcarro Zone° (H` M. 2 Product anchors shag be as Ned and spaced as strown on defaW. Anchor embedment to base matoft strop be beyond wap dressing orslucco. 3. When used In it* °tIV O thea product comOm with section 1626 of rine Rodda Building Code and does not require an 6npaot resistant covering. 4. When used In crew outride of the 9HVHrrequiring wird bome debris protection this product complIeswith Section 1609.12 of the 2010 FBC and does not require an impact resistant coveting. Thta product meets missile level °D" and includes Wind Zone 4 as defirred in ASTM El "6 and Section 1609.12.4 of the FSC. 5. For 2x stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 6. Site corrdillons that deviate from the details of this drawing require further engineering anaiysis by a licensed e ngineerorregisfered architect. 7. Oulswing configurations ustng threshold item #4 meet water trfittration requirements for °HVHr. & ftwIng coMguration; and outswing con%uratlons using threshold Kern #5 do not meet the water Infiltration requirements famine %VHr and shag be trmkftd only in non-hobitable crew or at habitable locations protected by an overhang or canopy such that the angle between the edge of oanopy or overhang to A is less than 45 degrees. 74.31"MAX OVEtALL FRAME WIDTH TABLE OFCOMFMS SHFBT# DESCRB7/QN 1 Typical elevations, design pressures 8 general notes 2 Doorpanel details (smooth star 3 Door ei details Classic Craff) 4 Door Panel details (Classic Craft Rustic 5 Door panel details FibwCtassIC 6 Horizontal cross sections 7 Vertical cross sections 8 Buck and frame anchoring - 2X buck masonry construction 9 Frame anchoring - lx buck masomy construction 10 Astragal details & components 11 Big of materials 74.31"MAX OVEtALL FRAME WIDTH • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • FL -10537.4 MF 1 of 1 t ROM IR SMOOTH INSWING 74.31'x 822r +70.0 -70.0 OUTSWING 74.31" x 80.75° +70.0 -70.0 STAR CLASSIC INSWING 74.31" x 82.26' +70.0 -70.0 OUTSVAN6 04.316*80.75" +70.0 -70.0 � • • CeLASSI(;• • i If=SWr(j -14.31-1t;2.W +70.0 -70.0 CRAPT• • OUTSWING 74.31" x 80.75" +70.0 -70.0 RUSTIC • • 0"�`R INSWRJO 7$.11 x 82. 5" +70.0 :OlrSftb • 74. 1"x$1T.Z5" +70.0 iCLAiSl4 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • FL -10537.4 MF 1 of 1 t • 0000•• 0000• 0000• 0.000• • • 0000•• 0000•• �1 4 �y-NO 22 12 UPI 2009 R.W. Bun.DINO DamsuI.r- Iron. u • 11 M )RASM p81Yc 1�d00TH SI l u urns. wG PA. Box '?,� YolAw FL 33888 Phone Nos B1S.8889107 floctdo Bond of Pm(a�Imwt EitglMae CorWicahf Of, AUB}QjjxDUOn NO. 8813 0000 00 00000 0000Oo0o0oo g O O 00000o00 00000000 00000000 000 0 0 000000000000 rYrL0000000 0000 10O0O0�0�0D0�0�0p0 0 0 00 0 0 DNw O 0000 0000 • • • �1 4 �y-NO 22 12 UPI 2009 R.W. Bun.DINO DamsuI.r- Iron. u • 11 M )RASM p81Yc 1�d00TH SI l u urns. wG PA. Box '?,� YolAw FL 33888 Phone Nos B1S.8889107 floctdo Bond of Pm(a�Imwt EitglMae CorWicahf Of, AUB}QjjxDUOn NO. 8813 0000 0000 • • • 0000 0000 s•• 0000•• • • • • • • •• •0 •• • •66••• • • • • 0000•• • • • • 0000 •• • N 0060 CC r+i r a �1 4 �y-NO 22 12 UPI 2009 R.W. Bun.DINO DamsuI.r- Iron. u • 11 M )RASM p81Yc 1�d00TH SI l u urns. wG PA. Box '?,� YolAw FL 33888 Phone Nos B1S.8889107 floctdo Bond of Pm(a�Imwt EitglMae CorWicahf Of, AUB}QjjxDUOn NO. 8813 0000.. • 6600.. 6660•• 6006. 6600. 6000•. • 0660.. .0000. 0 0 0 0 0 0 0 0 0 0 0 0 M 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 O°0°0°0°O°O°0°0°O°O°O O o°o°0°0°0°o°0°O°0°0°0 EQ 00000°000000000000000 Y 00°° O O°O°O°p°p°o°0° > D O°000 00000000000000 D L 0.5ff - O a O � 04 0000 14 P3 pI N yW ��'Vlp 1 2 12 UPI 2009 R.W. BCItaaV® C.w MTANTB INC. i wR!UA--= lO I. nuc FlBERG M DOOR 230 VolrFL. 33695 P.O. Box hm d V m Pham Nos 813.609.8197 R ASSOMY: UC S 0000. 0000 I 0000 . • . • . oes° I-- • • 6000.. 0006 0060 0000 0060 . •.0066.. • 66 0• •• 0 6660•• . . 66•.• • wN 0666 q 14 P3 pI N yW ��'Vlp 1 2 12 UPI 2009 R.W. BCItaaV® C.w MTANTB INC. i wR!UA--= lO I. nuc FlBERG M DOOR 230 VolrFL. 33695 P.O. Box hm d V m Pham Nos 813.609.8197 R ASSOMY: UC S R-rM- Boats of Pram DMhM" CartlRaafe Ot Na 8813 i LrLie_ Mon F SelantM. NL No. 00000000000000000000 00000000000000 O 0 0 0 0 0--0000000 00 O 000000000000000 00 000000000000000 .14 f27 12 UP1 • 4,IV 0 DATE 3009 R.W. Burrows CONBYrTq Ina. FH ERGUM DWR (mac AIS cRaFr ) X„ ,Pha» b I:ON571L1'ANIS. NtC. Nox 873.688.9787 FtWWO Bowd o7 Plofewiaml En&w" Cort 0/ No. 8873 IMWM F. SohmW6 P.E. Nl ••••••b } •••• 7.98' • • •• •• •••••• • • • • • • • A N '1[ 0 77 Z � .14 f27 12 UP1 • 4,IV 0 DATE 3009 R.W. Burrows CONBYrTq Ina. FH ERGUM DWR (mac AIS cRaFr ) X„ ,Pha» b I:ON571L1'ANIS. NtC. Nox 873.688.9787 FtWWO Bowd o7 Plofewiaml En&w" Cort 0/ No. 8873 IMWM F. SohmW6 P.E. Nl 0.000. 0000.. 0000.. 00 9060. . 9 0000. ...... . . 9 0.0.6. 6 ...00 . . 0 0 0 0 0 0 0 0 0 0 0° � r 0 O°O°O°0°0°0°0°0 0000°000000'00000Qop°000 a 00°0 0 0°0°0°0°0°0°0°y a °0°° 0000°°°°°°°°00 D 3 L - �' 0000 0000. 0000 0000 0000 0000 0000. 0000 v rn N1 27 1a UP, P � a0os ri.w. ewwwo Oowau�rwrore �Nrs. Im °fFiBER C1ASSICr �p Tarts s� J1. P.O. Baa 2� Ya1Heo Fl.. 3'.�i8 Plrons NO.i .13.89197 FtoAda Boamd at Prarfeaeoaml Ems. Cerf>tt=tv Of Na 9813 Linden F. SdM* t. PE No. 43400 0.7r (-- 0000 0000.. 0000.. . a v rn N1 27 1a UP, P � a0os ri.w. ewwwo Oowau�rwrore �Nrs. Im °fFiBER C1ASSICr �p Tarts s� J1. P.O. Baa 2� Ya1Heo Fl.. 3'.�i8 Plrons NO.i .13.89197 FtoAda Boamd at Prarfeaeoaml Ems. Cerf>tt=tv Of Na 9813 Linden F. SdM* t. PE No. 43400 0000•• • • • 0000•• 0000•• 0000• 0000• 0000.. • •.0000 Q - • • �� =fir _ ®`�.- o RN ji ' 17I� dD `�! • - i - 40 OfAV PER ;\wmv�, mio g IN'WON • O � O �� __ I.�� .� � 1•x,1 • - _ _ V •n ° ° Fro' I; .a, a t 0.000• Z ••000• • 0 V. • •00• 1• 0000•• 0000 0000• 1-1/4"MIN. • • • 0000•• EMIL(TY'•) 0000•• • • •000 0000 • • • • •0.0• •000 0000 • • • •• 1-I M MIN. 0 0000• • • •• • • • • EMB. {IYP.j 000• • • • .0000. 0000•• ••.. °•.a All 8 d i ° 9° 8 1-1/4"MBJ. lift u n ♦Z r l+ mr'TNERlIA—iRU P.O. Bat 730 YtdHao FL 3 F18ERGLM DOOR � Ptw,te No. 6�3.868.91B7 PART OR ASSEMBLY: FWdit Bwrd of Pt afmWo .W Ewa NO DATE12 UPDATE TO 2010 FOC BY y�M �'T�C.� 2.Z7• L S CROSS S=ONS I.yrKlon P SW=H t, P.E. Na 43409 2009 H.W. BV1LDin0 0vnaul.T- Ino. MA OP ka JL—ffl A' —4 I — DUCKANCM)M 11 ASTRAGAL MUJAMB VWA-A CONCREYEANCHOR NOTES: Mbgad= pkft Substitution -# — I I. -,I,— screws ,— am 0 , wfjpM may have different eoEp distance and center distance requirements. in, 2 Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. if concrete screw locations noted as "MAX ON CENTW must be adjusted to maintoln the minimum edge distance to mortar L L joints, addWonal concrete screws may be required to erw" the maximum an center dimension h; not exceeded. 3. Concrete anchor table. 12 .... .................... . .. .. . . . .......... . ... ... .......... . .......... ".m.ff ........ . .001 3* TT o A -A • : MASONRY OPENING ASTRAGAL Tn"?.S I�SHOWN FOR REF. ONLY II 2-1/r FRAME -/II I/C 2X BUCK 1. • 0 0 n?. THIS ANCHOR RE17D ONLY WHEN DP > 55 PSF HWYE JAMB FRAME ANCHOMUG MMMW 2X buck corstnxffon 11 ASTRAGAL MUJAMB VWA-A CONCREYEANCHOR NOTES: Mbgad= pkft Substitution -# — I I. -,I,— screws ,— am 0 , wfjpM may have different eoEp distance and center distance requirements. in, 2 Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. if concrete screw locations noted as "MAX ON CENTW must be adjusted to maintoln the minimum edge distance to mortar L L joints, addWonal concrete screws may be required to erw" the maximum an center dimension h; not exceeded. 3. Concrete anchor table. 12 .... .................... . .. .. . . . .......... . ... ... .......... . .......... ".m.ff ........ . .001 . .... ...... .. *.'.....* A ."i ............ ....... • : : 2-1/r r I/C I-Ifir 1. Le 4 12 *00 0 &LA QUAIL 0 0 0 =11 & DEADROLTOUA(L ti IL MR AL c ere LFS FL -70537.4 MT -jL OF -LL • : : • • 0 0 =11 & DEADROLTOUA(L ti IL MR AL c ere LFS FL -70537.4 MT -jL OF -LL HIM JAMB MASONRY OPENING I X BUCK TYP. HEAD & JAMBS A -A II ASTRAGAL SHOWN FOR REF. ONLY THIS ANCHOR REQD ONLY WHEN DP > 55 PSF 31 So -T KJID?. fill I THIS ANCHOR REaD ONLY WHEN DP > 55 PSF FUJUANCHORM MMM IX buck conOtmfim A$IRAGALSMUJAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a dfferent supplier aW have dff—t edge dkiance and center distance requkemenk 2 Concrete screw locations at the comers may be adjusted to mahtdn the mfrk edge distance to mortar joints. 9 concrete screw locations noted as MAX. ON CROW must be adjusted to mahtatri the mWmum edge distance to mortar Joints, additional concrete screws may be requked to ensure the maximum on center dimendon Is not exceeded. 3. Concrete anchor fable: 0.. : : ....... .... .. . ... .... ........ ... ................ . .. .. . ............ ....... . . . . . . . ........ 114, I-Ifir 2-1/r T • . -8• VIEW" Asko gd= prate0 o�iii�`�i �� f� LARN & DANSWRITAIL MWOE DETAIL 9.0 0: • " ALji FL -1053Z4 IT —L O'" all � o 2AI" --1 ,.59° r— WOuo9 w v x} tl s • • L •••••• • • • i , 0000 0 •• 0000 ••••••; • • ••0••• ire �r• y 0000 0000 �`;�'qaS • • at rf • iL 00000M a v N }GGii^11 � T 1 u, FlBFRGIASS DOOR JI. sAMs atc P.O. Box 2�A yahoo FL S'i8•S 2 PART OR ecceurn y_ Ftortda Board of Prof odanW Ergm.ra h` � to $ NO 2 f2 UPDATE TO 2010 FSC R9T & cwwicaw 0► �_ ?• 9813 A.— cobovam ®anon e.w. anr�e�tie eewA..�..e.Te ewe_ • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• BILL OF MATFRIAlS REM DESCRB'RON MATERIAL REM DESCRIPRON MATERIAL A IX BUCK SG � 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS - !ti B 2X BUCK SG �= 0.55 WOOD 31 DOOR 5P 0.09WTHK. CC RUSTIC = 6= PSI MW. FIBERGLASS 6 C MAX. 1/4°SHIM SPACE - 32 RFVL CLKM TOC CRAFT RUSTIC WOOD D 1/4" X 2-3/4" ELCO OR R1N CONCRETE SCREW STEEL 33 LOCK 8 HINGE STILE CLASSIC CRAFT RUSTIC WOOD/LVL m E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 3D1 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 35 BOTTOM RAIL (CLASSIC CRAFT � PANEL REINFORCEMENT 0.023° THK. CLASSIC CRAFT RUSTIC COMP. STEEL 85 J4 . G 3116'X 3-114* fIW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETIiANE a a H 114'X 3-1/4° TIW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS - I i /4 X 2-1 /4° PTW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065" THK. SMOOTH STAR = 6400 PSI MIN. flBERGL.ASS J 1/� X 3-3/4rFW CONCRETE SCREW STEEL 42 TOP RAIL SMOOTH STAR) COMP. K 1 /4° X 13/4" ITW CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR WOOD/LVL L #10 X 2-11T PFH WOOD SCREW STEEL 44 HINGE STILE SMOOTH STAR WOOD O #8 X 3° PFH SCREW STRIKE PLATES @ HEAD &SILL STEEL 45 BOTTOM RAR SMOOTH STAR COMP. P #10 X 1-1/7' PPH SCREW ASTRAGAL TO PANEL STEEL 46 PANEL REINFORCEMENT 0.023° THK. SMOOTH STAR STEEL 1 INSWING ADJUSTABLE THRESHOLD IS3�rU ALUM./W D 47 FOAM CORE POLYURETHANE 2 INSWING THRESHOLD �HP5) ALUM./COMP. 50 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 3 INSWWG SELF ADJUST THERMAL BREAK THRESHOLD (LSP30M) ALUM./COMP. 51 DOOR SKIN 0.095" THK. CLASSIC CRAFO W = 6= PSI MIN. FIBERGLAS 4 OUISWBVG COASTAL THRESHOLD ALUM./WOOD 52 TOP RAR CLASSIC CRAFT)S COMP. 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 53 LOCK STILE CLASSIC CRAFT) WOOD/LVL 6 INSWBdGTHRESHOLD ALUMJCOMP. 54 HINGE STILE C96M WOOD/LVL 7 DOOR BOTTOM SWEEP VINYL 55 BOTTOM RAIL CLASSICRAFnC COMP. c 8 JAMB PM SG >= 0.55 WOOD 56 PANEL REINFORCEMENT 0.423' THK. CLASSIC C STEEL I 9 JAMB OAK 5G >=0.55 WOOD 57 FOAM CORE POLYURETHANE 4� 10 WEATHERSTRIP FOAM 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS - 11 HINGE STEEL 61 DOOR SKIN 0.066' THK. RBER CLASSIC = 6,000 PSI MIN. RBERGLASS 12 #14 X3/4* PFH SCREW STEEL. 62 TOP RAR (FIRER CLASSIC COMP. 13 #9 X 3PFH WOOD SCREW ST®. 63 LOCK STILE ER CLASSIC WOOD/LVL 14 LATCH STRIKE PLATE STEEL 64 BER ASSIC HINGE STILE CL WOOD 18 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 65 BOTTOM RAR RBER CLASSIC COMP. 19 KWIKSEi DEADBOLT -SIGNATURE SERIES � STEEL 66 PANEL REINFORCEMENT 0.023° THK. FIBER CLASSIC STEEL z 27 ASTRAGAL ALUMINUM 67 FOAM CORE POLYURETHANE 0 28 ASTRAGAL RUSH BOLT STEEL 72 DEADBOLT STRIKE PLATE STEEL •• • • • • • ••• •• •• • • • e• ••• •e • • • • • • • • ••• • • • • • e • • • • • k A _a° mVFi 5 13 08 � SattS N.T.S. ° 5 WiQ. erc AL m gyp, a FL -10537.4 0 • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 29 ASTRAGAL RUSH 8OLT RETAINER ALUMINUM 73 ASTRAGAL STRIKE PLATE STEEL • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• IWO LL" AROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS 1; U�C ED WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) 1. Client : ALL ABOUT DOORS 2. Project Name 3. Project Address 4. County . JACK SITES : 10401 NE 4TH AVE MIAMI SHORES FL CHT • MIAMI DADE 5. Building Height 15 FT. 6. Building Dimensions : Length -- 7. Building Roof Slope 8. Risk Category 33138 STATE ZIP FT. Width — FT. ❑ Flat ® Slope ( See Figure 1 below) ❑ I to 11 El III &IV AFC 14 • to/15/.WIli Risk category 7' applies for non essential buildings. e.g. storage facilities etc. Risk category '11' applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: J1 Flat roof Sloped roof JAVAD AHMAD, P.E. # 70592 / EB C.A.N. # 3538 1235 SW 8r Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcena.com I alfaroogOafcene.com ALL ABOUT DOORS JACK SITES 10401 NE 4TH AVE MIAMI SHORES FL, 33138 Coefficient Kh 0,85 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (WW) 56.64 Mark Comp Type ALL Wind Speed (mph) 175 Mean Roof Height (h] (ft) 15.00 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @h (qh] (WW) 56.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (Ib/ft^2) W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 N Z5 iZe�,►►ped a��s�c�h reojs �or �� 4 2ino� L ow. �oY►e+��-S Ail MarK Fovie 6 t '40.1 psi /- 53--3 * Ail nem sw)i\ vv%ee� e-�rees cey„%cer^e^I as pts F.%C 201Q N nQ,vw win Jaw 400, Svt-,fl C �r..p l� w i i�'► sz�e 8Uards 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Sea/ Engineers Name And Signature Design Date Design Reference Number 10/15/20141:16:57 PM AFC# 14-1628 >A Ave 0° cs�iG� fll H ALL FEDU IAL AND OCT 0 0 2014 z 0000.. 0000.. • • 0000 '. • 0000.. 0000 0000.. .0000.6.6960 • 0000.. • • 6966 0990 0000• 6 9990 0000 0000 06.00 9 6••09.99 0000• 6.9.66 666••6 • 6 so 00 • • • 996• :0:0*: 6 000000 . . •6 9 . . 66!696 0000.. 6 6 e 6669 . . 66 .. - .. .. 6696 >A Ave 0° cs�iG� fll H ALL FEDU IAL AND OCT 0 0 2014 0000.. 0000.. .. 0000 • 0000.. 0000 0000.. 0000.. • 0000.. 0000 0000 0000 s•••• 0000 0000•• •• • 0000• 0000•• • • � • 0000•• • • 0000.. e 0000.. .. .. 0000